Performance of Polyurea Retrofitted Unreinforced Concrete Masonry Walls Under Blast Loading

Performance of Polyurea Retrofitted Unreinforced Concrete Masonry Walls Under Blast Loading

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Unreinforced masonry walls subjected to blast loading are vulnerable to collapse and fragmentation. The objective of this thesis is to conduct experimental and analytical research for developing a blast retrofit methodology that utilizes polyurea. A total of four unreinforced masonry walls were cons...

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Bibliographic Details
Main Author: Ciornei, Laura
Other Authors: Saatcioglu, Murat
Language:en
Published: Université d'Ottawa / University of Ottawa 2012
Subjects:
blast loading
retrofit
polyurea
arching
CMU
SDOF
infill walls
load-bearing
non load-bearing
concrete masonry walls
URM
polymer
elastomer
experimental testing
Online Access:http://hdl.handle.net/10393/23180
http://dx.doi.org/10.20381/ruor-5935

Internet

http://hdl.handle.net/10393/23180
http://dx.doi.org/10.20381/ruor-5935

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